HomeMy WebLinkAbout163 FRAZER FIR RD DEPARTMENT DECISION APPLICATION FOR PLUMBING PERMIT
TOWN OF SOUTH WINDSOR PERMIT#
Application is hereby: 2�0353
BUILDING DEPARTMENT '
APPROVED 1540 SULLIVAN AVENUE
Bldg.Permit#
644-2511 ext. 230 120 O0 3q
Date B U-1din Inspector
Application must be printed or typed
FEE SCHEDULE Location of Job:
1 b CA 2 -ec
$0-$1,000=$15.00 F:Tenant
Street Lot No.
Over$1,000=
$15.00 per$1,000
or any fraction thereof gnation Apt. No.
APPLICANT `�
APPLICANT ADDRESS
APPLICANT PHONE# Z rb — O O l\
11%0W N SFq OWNER
OWNER ADDRESS t= __
S L�3
0 OWNER PHONE 2 C) 'l 05 S
O
C ;7.) ESTIMATED COST$ U
x
IS THIS A CONTRACT COST? v4'es _No
FEE ENCLOSED$
r� i•/ TYPE OF JOB:
�S R-C O� 74 New Installation go
_ I aOO,f,
Alteration/Addition/Repair
APPLICATION FOR PLUMBING PERMIT (continued from reverse side)
TYPE OF BUILDING IS THIS APPLICATION ASSOCIATED WITH A
RESIDENTIAL BUILDING PERMIT APPLICATION? ❑ YESX NO
BUSINESS CURRENT USE AND OCCUPANCY
❑ASSEMBLY
❑MERCANTILE FUTURE USE AND OCCUPANCY
❑ EDUCATIONAL
❑ INSTITUTIONAL
❑FACTORY ENGINEER'S NAME PHONE
❑ STORAGE
❑ GARAGE ADDRESS
❑MIXED USE
(Other please specify) CITY STATE ZIP
TYPE OF INSTALLATION SIZE OF MAIN DRAIN
NO.OF TOILETS___ '�')_STYLE NO. URINALS STYLE
NO.OF BATHTUBS NO.OF SHOWERS I NO.OF LAVATORIES _
NO.OF CONDUCTORS_� SIZE�— NO.OF STACKS�_ SIZE _
AREA OF ROOF NO.OF CATCH BASINS NO.OF FLOOR DRAINS
NO.OF OTHER FIXTURES KIND
ARE TOILET COMPARTMENTS VENTILATED TO OUTER AIR BY A WINDOW"#YES ❑NO
SIZE OF WINDOW— 2 X IF NONE C.F.M.OF VENTILATOR
SIZE OF DUCTS OR SEPTIC TANK
1) SE 2
SIZE OF WATER MAIN I SIZE OF WATER PIPING&RISER —�
WATER HEATER: TYPE C�Q S MANUFACTURER
DESCRIPTION OF WORK
ME UNDERSIGNED HERE11Y APPLIES FOR A PERMIT TO PERFORM THE WORK DESCRIBED AND IS TO
COMPLY WITH ALL LOCAL ORDINANCES AND STATE OF CONNECTICUT BUILDING CODES IN THE
PERFORMANCE OF SUCH WORK.
Z U��C1\
CONTRACTORS LICENSE NO. 'TYPE STATE
NATURE OF APPLICANT (� DATE
r
Electric # APPLICATION FOR BUILDING PERMIT
Plumbing# 163 Frazer Fir Road Date: �'l �1 I
HVAC# �aeea�4�
Sprinkler# Estimated Cost $ 75-u.�-�►
FINAL APPROVALS
Building COMPLETE RED BOXED AREAS Permit Fee $
Engineering TYPE OR PRINT ONLY Occupancyn Fee $$ 14 . +v
Affidavit g p'
Appr.forCO. ., -i ► SIGN ON REVERSE SIDE 4
Total Fee $
TO THE BUILDING DEPARTMENT, TOWN OF SOUTH WINDSOR, CT (Additional Cost) $ jt7 <i
The undersigned hereby applies to do work according to the following:
Applicant UVN r. V1 r i vit o I, Er Location of Work .3 r ! _Lot No.
Applicant's Address 41 d +'M���f�.� y MT -3—r Tel # R60—c�9S- 705
Town S e�� W 1\r d-SV r Zip d 60 7¢ Lic.# / O oL f
Owner tots I -4vii. 'L- Architect YWr1 7b exRy% n_
Owner's Address ---- Architect's Address P- a%x 5 7
Zi`p C v a K , C— Zip Q (•
Sq. Ft. New Area: 1 st FI. d 2 n d FI. / 3rd FI. Total New Area of
Purpose of this permit Alex--
City Water,0'-' Well D Septic System J Sewe,L4'0'
Ins: HO Area Basement Garage
SP wr
Approved by Date t . Q, Use Group Construction Type
' Revised 1108
t i
I hereby agree to conform to all the requirements of the Laws of the State of Connecticut and the Ordinances of the Town of
South Windsor and to notify the Building Inspector of any alteration in the plans or specifications of the Buil,ling for which this
permit is asked.and agree that this building is to be located the proper distance from all street lines,side yard lines,and required
distances from all other zones and is located in w ch this building and its use i allowed.
Signed
I hereby apply for a Certificate of Occ�paT for thework
or describe t s a plica-tion for the permit.
Signed ���--��YJ�
DO NOT WRITE BELOW THIS LINE
INSPECTION COMMENTS
• INSPECTION FIELD SHEET 11/27/12
Printed by Peart, Dayshell 14 39 05
INSPECTION: 49837 FOOTING PERMIT:
STATUS:
APPLICATION: 201200848
LOCATION: 163 FRAZER FIR ROAD
SOUTH WINDSOR
PROPERTY ID: 34430163
OWNER: MANNARINO BUILDERS LLC
CONTRACTOR:
REQUEST BY:
DESCRIPTION: NEW HOME.
WORK ORDER:
INSPECTOR: ROSE RESULT: N/A
REQUESTED: PRIORITY:
SCHEDULED: COMPLETED: 11/27/12
UNPAID FEES 00 Date Time
TIME: TRAVEL ONSITE
COMMENTS
ALL INSPECTIONS:
INSPECTED INSPECTOR RESULT INSP DESCRIPTION
07/12/12 ROSE PASS B002 FOUNDATION
09/25/12 DOUG PASS B003 FRAMING (ROUGH)
10/03/12 ROSE PASS B004 INSULATION
11/27/12 ROSE N/A B005 FIREPLACE / CHIMNEY
11/27/12 DOUG PASS BO10 FINAL
09/25/12 DOUG PASS E001 ELECTRIC SERVICE
07/19/12 ROSE PASS E002 ELECTRIC UNDERGROUND
09/25/12 DOUG PASS E003 ELECTRIC ROUGH
09/25/12 DOUG PASS H003 HVAC ROUGH
09/06/12 DOUG PASS P002 PLUMBING UNDERGROUND
09/25/12 ROSE PASS P003 PLUMBING ROUGH
09/25/12 DOUG PASS P003 PLUMBING ROUGH
11/02/12 ROSE PASS P004 PLUMBING GAS TEST
11/27/12 FOLG PASS Z003 CO PLANNING INSPECTION
APPLICATION FOR ELECTRICAL PERMIT
DEPARTMENT DECISION TOWN OF SOUTH WINDSOR PERMIT#
Application is hereby: BUILDING DEPARTMENT I,)o 0 2Q 3
APP OV 1540 SULLIVAN AVENUE
(Z 1 ao a c 39(p
644-2511 ext. 230 Bldg.Permit#
D to Building I or
Application must be printed or typed
FEE SCHEDULE Location of Job:
33
$0-$1,000=$15.00
Over$1,000= Street No. Street Lot No.
$15.00 per$1,000
or any fraction thereof Tenant Designation Apt.No.
APPLICANT e5�:-Z L--Z^�7-Xl C �7►' G
APPLICANT ADDRESS .S 7d
,S-oo W C'7' C CQ `7`f
APPLICANT'S PHONE It ECG `1 G
OWNERit/�//, ��ir/o BGti .,�1�✓G
•�OWrN S Fq� OWNER ADDRESS elaa
OWNER PHONE YC
t�
* ` ESTIMATED COST$ 7YOO
C � a
,.� ►'` (� IS THIS A CONTRACT COST? Yes No
FEE ENCLOSEDl�C.
1 �4, TYPE OF JOB:
�$ -COS y New Installation Iq
Alteration/Addition/Repair 7 3�e�
Revised 03/05/10
APPLICATION FOR ELECTRICAL PERMIT (Continued from reverRe Rid@)
TYPE OF uuILnlrau IS THIS APPLICATION ASSOCIATED WITH A
/ HUILDINO PERMIT APPLICATION'? U YES U NO
RESIDENTIAL CURRENT USE AND OCCUPANCY
U BUSINESS — !-
U ASSEMBLY FUTURE USE AND OCCUPANCY ����G- ire/G
U EDUCATIONAL
U INSTITUTIONAL ENGINEER'S NAME. _ PHONE _
U FACTORY
U STORAGE ADDRESS
U GARAGE
U MIXED USE CITY _STATE ZIP
(Other please 4wity�)
TYPE OF INSTALLATION/WIRING METHOD ,/u M
Sim OF 6ERVicE --2 o RIZE OF MAIN CONDUCTORS
NUMBERS OF METERS / NUMBERS OF DISCONNECTS AND RATINGS 1-
NUMBERS OF PANELS NUMBERS OF DISCONNECTS REQUIRED? U YES U NO
NUMBERS OF LIGHT CIRCUITS /.Z NUMBER OF POWER CIRCUITS
NUMBER OF$WITCHES , 3c NUMBER OF OUTLETS
NUMBER OF UCHT FIXTU"S 22—C NUMBER OF HEAT CIRCUITS
NUMBER OF A IC CIRCUITS_-too�
SEPARATE HEAT LOSS AND A/C CALCULATIONS MUST OF SUBMITTED,
DESCRIPTION OF WORK
THE UNDEitSHGNED HEAR.RYAPPLIES FUR A PERMIT TO PERFORM THE WORK DESCRIBED AND IS TO
COMPLY Wt=ALL IACALORDINANCES AND STATE OF CONNFCTICUT BUILDING CODES IN THE PERFOR-
MAN"OF SUCH WORK
/e ?7/-' j!�-7
CONTRA"Oft LWENSE NO, TYPE; STATE
SAG71 ATURE 01FAPt'L/CAi11T •••a¢% DATE�22 /3
Revised 4101 2002
DEPARTMENT DECISION APPLICATION FOR HVAC PERMIT
TOWN OF SOUTH WINDSOR PERMIT#
Application is hereby: ja603W
BUILDING DEPARTMENT
APPROVED 1540 SULLIVAN AVENUE
Bldg.Permit#
644-2511 ext. 230 Epp o3910
I;-Datee Building In pecto
Application must be printed or typed
FEE SCHEDULE Location of Job:
F:Tenant
$0-$1,000=$15.00 Street Lot No.
Over$1,000=
$15.00 per$1,000
or anv fraction thereof ation Apt.No.
APPLICANT ADVANCED Heating & Air Conditioning, Inc.
APPLICANT ADDRESS 701 Nutmeg Rd. No.
South Windsor, CT 06074
APPLICANT PHONE# (8 6 0 ) 2 8 2-0 2 0 5
11%0Yd N S OWNER P�// r 11 T IG/�f
Fq� OWNER ADDRESS Z/0 0 C/ Oe�-�-
OWNER PHONE Z
C ESTIMATED COST$1
* IS THIS A CONTRACT COST? -4,Yes _No
>c (4 (U FEE ENCLOSED$ 2-IdB a
TYPE OF JOB: ($
I�SOR•CON L---N Inst�tllati�m
-- - ��l 2Goby�S
_ Alteration/Addition Repair
APPLICATION FOR HVAC PERMIT (Continued from reverse side)
TYPE OF SYSTEM: TYPE OF BUILDING:
AgLHEATING 'RESIDENTIAL
6-2kiC ❑ COMMERCIAL
Cl VENTILATION ❑ INDUSTRIAL
HEATING
❑ STEAM LOW PRESSURE LIMIT ___ LBS. HIGH PRESSURE LIMIT LBS.
❑ HYDRONIC AwARM AIR ❑ UNIT RADIANT HEATER
EXISTING RADIATION ADDITIONAL RADIATION TOTAL RADIATION
DESIGN TEMP. OUTSIDE_7 OF INSIDE 7Z- OF DIFFERENCE
TOTAL HEAT LOSS (BTUH) Y ,00OF(HEAT LOSS SHEET MUST ACCOMPANY
APPLICATION)
DESCRIBE ALL HEATING EQUIPMENT(INCLUDII�GMAKE&MODEL NO.)
GROSS HEATING CAPACITY(INPUT—BTUII) NET RATING(OUTPUT—BTUH)�S
TYPE OF FUEL
❑ OIL—GPM OIL TANK LOCATION :❑ INSIDE❑ OUTSIDE CAPACITY
SAS—INPUT-9 p LPG TANK CAPACITY ELECTRIC—KW
AIR CONDITIONING
DESIGN TEMP. OUTSIDE & OF INSIDE OF DIFFERENCE °F
TOTAL HEAT GAIN(BTUH) 33,e&VEAT GAIN SHEET MUST ACCOMPANY APPLICA TION)
DESCRIBE ALL JC9OyLIN�EQUIPM �NT(INCLUDING MAKE&MODEL NO.)
�--?mod!�72 Jr2 l'lr'z f sL S P l—
TONNAGE COOLING CAPACITY(BTUH)56 , v
VENTILATION
DESCRIBE ALL AIR HANDLING EQUIPMENT(INCLUDING KITCHEN EXHAUST EQUIPMENT)
TOTAL SIZE OF SYSTEM(CFM) FRESH AIR INTAKE(CFM) _
(PLANS MUST ACCOMPANY APPLICATION)
FURTHER DESCRIPTION OF WORK
THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO PERFORM THE WORK DESCRIBED AND IS TO
COMPLY WITH ALL LOCAL ORDINANCES AND STATE OF CONNECTICUT BUILDING CODES IN THE
PERFORMANCE OF SUCH WORK.
303614 S-1 CT _
CONTRACTORS LICENSE NO. TY STATE 9
SIGNATURE OF APPLICANT
I
Lot #33, 163 Frazer Fir Rd.
HVAC Load Calculations
for
Mannarino Builders
Mk
RHVACREfiIDENTIAL
HVAC LOADS
Prepared By:
Stephen Smith
Advanced Htg &AC Inc
Thursday,August 23, 2012
Rhvac-Residential&Light Commercial HVAC Loads Elite Software Devebpment,Inc.
Advanced Htg&AIC Lot#33, 163 Frazer Fir Rd. '
South Windsor,CT 06074
`System_ _Room Load Summary- __----- -- __-- --:--- - - -- --- - --� ,
Htg Htg Run Run Clg Clg Clg Zone Clg Air
Room Area Sens Nom Duct Duct Sens Lat Nom Adj Adj Sys
No Name SF Btuh CFM Size Vel Btuh Btuh CFM Fact CFM CFM
---Zone 1--
1 Living 178 2,853 37 1-4 596 1,144 146 52 1.00 52 52
2 Foyer 113 2,024 26 1-4 356 683 140 31 1.00 31 31
3 Dining 178 2,045 27 1-4 361 692 73 31 1.00 31 31
4 Stairway 70 1,224 16 1-4 80 153 17 7 1.00 7 7
5 Great Room 344 5,851 76 1-6 609 2,629 369 120 1.25 149 120
6 Morning Room 235 2,653 34 1-6 470 2,030 146 92 1.25 115 92
7 Mud Room 113 2,867 37 1-4 363 697 112 32 1.00 32 32
8 Kitchen 168 530 7 1-4 33 63 0 3 1.00 3 3
Zone 1 subtotal 1,399 20,047 261 8,091 1,003 368 421 368
--Zone 2--
9 Bed 2 169 3,015 39 1-6 567 2,449 157 111 1.00 111 111
10 Lav 104 1,373 18 1-4 627 1,203 78 55 1.00 55 55
11 Bed 3 195 3,140 41 1-6 579 2,499 157 114 1.00 114 114
12 Bed 4 160 2,972 39 1-6 563 2,432 157 111 1.25 138 111
13 Owners Suite 610 5,656 74 2-6 487 4,201 235 191 1.25 239 191
14 Bonus 330 6,734 88 2-5 636 3,811 235 173 1.00 173 173
Zone 2 subtotal 1,568 22,890 297 16,595 1,019 755 830 755
System 1 total 2,967 42,937 558 24,686 2,022 1,123 1,251 1,123
System 1 Main Trunk Size: 14xl6 in.
Velocity: 804 ft./min
Loss per 100 ft..- 0.079 in.wg
Cooling System Summary
Totaill
-- ----- Coent
oling
Sensible/Laten Split Sensible L Btuh - - - - Btuh l
Net Required: 2.23 92%/8% 24,686 2,022 26,708
Recommended: 2.74 75%/25% 24,686 8,229 32,915
Equipment Data
Heating System Coolinq System
Type:
Model:
Brand:
Efficiency:
Sound:
Capacity:
Sensible Capacity: n/a 0 Btuh
Latent Capacity: n/a 0 Btuh
I
C:\Documents and Settings\Steve Smith\Desktop\My Dropbox\Projects\Mann Lot#32, VS6tFrsa wf,,Au§1c6trB9, 2012, 2:22 PM
RECEIVED
SITE COMPLIANCE CHECKLIST
TOWN OF SOUTH WINDSO
R,CONNE CTIMT NOV 2 6 2012
**#** FOR C OF O*****
SOUTH MUM PUNS M DE
ADDRESS /tr, �fQ�� LOT/UNIT# Reviewed by A (Ergineering)
OD(TTACT/DEV VKO
Date Reviewed EL6 /a-MNMDmW 6945
PHI
Reviewed ty, (Planning)
Date Submitted_ //a`
Date Reviewed �d/Denied
Date Reviewed Approved/Denied(Heath)
As required in the Zoning and/or Subdivision Regulations,no Certificate of Occupancy shall be issued uritiil grading
Plans have been complied with and approved by the Town Engineer. The minimum requirements shall include:
Approved Denied N/A
1. Approved building permit plan
2. Finish grading per approved
building permit Plan
3. Site work;i.e.trees,shnibs,
dumpsters,required Parking
4. Utility location;
a. sanitary sewer/septic systems
�— b. foundation drain
C. electrical&telephone
d. water
e other � r,
S. Sewer connection charge paid
�— 6. Appropriate certification
7. Bonding
8. Planning&Zoning/
Inland Wetlands Considerations
a. lighting
b. Signage
Freestanding Wall
— C. Fee in lieu of Open Space
OOMMENTS: S
}
� 9/moboy/site ownpliarim&edU
�3 ��z�/�;'k'
-� ��3
SITE COMPLIANCE CHECKLIST
TOWN OF SOUTH WINDSOR,CONNECTICUT
***** BUILDING PERMIT*****
ADDRESS-(la --P%- Fjy QrA LOTNNIT#_Reviewed by AP (Engineering)
CONTACT/DEV P -nh0- iC0 Date Reviewed 4/a7&A r v /Denied
PH# Reviewed by (Planning)
Date Submitted (! l Date Reviewe �-7rov enied
Reviewed by (Health Dept)
Date Reviewed Approved/Denied
In accordance with the Zoning and/or Subdivision Regulations, prior to the building of any structure on a lot, a Topographic
Plot Plan shall be submitted for approval. The minimum requirements shall include:
Approved Denied N/A
—� 1. Name address&phone number of
owner/applicant
2. Name,address&phone number of plan
preparer
3. Zoning Information—i.e.zone,open space,
/ floodway,street address
--{.�— 4. Plot Plan at V=40'scale
a. Subdivision reference,abutting properties,etc.
b. Easements of record
C. Lot description,bearings,building lines,
distances,area,etc.
—V"' d. Contours,existing&proposed,1 Or 2ft.interval
where appropriate
e. Building location with dimensions. Elevations of
proposed finish floor,garage floor¢edine
of road at driveway
f. Elevations of gravity drainage systems,sanitary
&foundation drain at the house and the street
g. Tentative utility location(gas,water,electric,
/ septic system,etc.
I/ h. Title block with name&address of preparer,
date,appropriate certification,live seal&live
signature consistent with the Board of
Registration requirements.(P.E.&L.S.)
S. Sedimentation and erosion control
6. Special Planning&Zoning,Inland/Wetlands
considerations(Plans on file w/Town Clerk)
COMMENTS:
s/engineedng/molloy/building compliance checklist
NO TES -
`` .280--------- 1. AREA OF LOT 33 = 39,398 SQ.FT. = 0.904 ACRES
- ----- - 2. ZONE OF SUBJECT PARCEL IS "RR OPEN SPACE"
-' MINIMUM YARD R QU/Rt Mt N I S:
`r�'�� FRONT= 40 FEET
SIDE = 10 FEET
------ -------- ---------------------
20' REAR = 20 FEET
------ R.Y. ------------------
��''-^ -\ O 3. BOUNDARY INFORMA77ON TAKEN FROM PLANS EN777LED -
__ 55 DZEN TREE FARM SUBDIVISION PLAN PREPARED FOR MANNARINO BUILDERS, INC. MASKEL ROAD AND
_ BARBER HILL ROAD SOUTH WINDSOR, CONNEC77CUT SCALE" 1 IN.= 40 FT. DATE. AUGUST 29, 2007
REVISION DATES TO 6-17-08 SHEETS Sl, S2, S3, S4 AND S5 ALFORD ASSOCIATES, INC. CIVIL
ENGINEERS WINDSOR, CONNECACU7"
' o + 4. APPLICANT MAP PREPARED BY.
o MANNARINO BUILDERS, INC. ALFORD ASSOCIATES, INC.
_ % ROBERT MANNARINO 200 PIGEON HILL ROAD
400 CHAPEL ROAD, SUI7E 3-F P.O. BOX 484
- SOUTH WINDSOR, CONNEC77CUT 06074 WINDSOR, CONNEC77CUT 06095
TEL. # (860) 289-7055 TEL. # (860) 688-7288
� N N
,•' O z 33 `.1 "� `,�° 5. ELEVA77ONS ARE BASED ON NGVD29.
'+ 264.9` O 50
6. NO ZONING WOLA77ONS W17H RESPECT TO LOCA77ON OF EXIS77NG FOUNDATION, AS SHOWN.
-- ---{--- I - / -7. EXISTING HOUSE
GARAGE FLOOR ELEVA77ON = 261.97
�66 I FINISHED FLOOR ELEVA77ON = 263.95
BASEMENT FLOOR ELEVA77ON = 255.55
8. LEGEND -
EXIS77NG CONTOUR
YARD DRAIN #19 62_ NOTE- x 310.0 EXISTING SPOT GRADE
TF= 255.61 'z I YARD DRAINS AND CONNEC77NG PIPES SERVE
FL, 15" IN= 251.61 I s� _ PRIVATE LOTS AND WILL NOT BE MAINTAINED WA7Fa cFRInr.
FL, 15" OUT= 251.41 I BY THE TOWN rr v�-CF
FOOTING DRAIN FL=252.1 `� FD F0077NG DRAIN LINE
ROOF LEADER FL=252.1
` RIGHT TO DRAIN cv CHECK VALVE ON F0077NG DRAIN LINE AT HOUSE
RIGHT TO DRAIN IN FAVOR OF LOT 50 G GAS SERVICE
IN FAVOR OF LOT 33
T,E,TV TELEPHONE, ELECTRIC AND CABLE TV SERVICES
< 12"0 HOPE'STORM PIPE �_
0 0 ``; `-'-- S 670 SANITARY SEWER LATERAL
15"0 HDPE STORM PIPE ;I + 256.9 + 258.4 • YD #18 (PRIVATE)
TF= 258.78 GM • GAS METER
' GV
GAS GA1E
256----------- 258.6 - I + ' 258.9
256.3 \ EM ELECTRIC METER
.'~ 260.6 HATCHWAY ' WV
15.7' ``� ,�
( , M DECK 3s' + 260.7 m WA TER GATE
256.9 ,, I I CV 36.2' 6.5' MB o MAIL BOX
3.6'
'p 2'x6.3' CHIMNEY 260.9
14.6' �!; EXISTING HOUSE
15-12) 12'
FD FL= 254.3f 261.90 N N
GM I �_ SAN. FL=252.0t _ BITUMINOUS CONCRETE DRIVEWAY
258.36 ' COVERED
EM 35.5' ENTRY^ N 261.79
60.6 I 23'...
EXIS77NG HOUSE SIT. CONC. N 1
DRIVEWAY "� 260.1 I BRICK PAVER r
n ' V POINT #1 WALK M
00 ad ` SAN. SEWER LATERAL N
Do � FL=250.7
a N
-1-W 40' ,� `�� + 260.4 rn
N60 03'40"W 20' WIDE STREET 7REE EASEMENT
00 108.00' _ _ _ IN FAVOR OF THE TOWN t)F SOU1N WINDSOR
- - - - - - - - -� - - -t - - - - - -
10' WIDE C.L.& P. CO. EASEMENT
+�_ _ AND 10' WIDE YANKEE GAS EASEMENT
4' WIDE CONCRETE WALK 258 7 259.6 1.97 , GV 260.62
I Mom
MB =#25
258.828"o SANITARY SEWER FRAZER FIR ROAD 8_4 WATER MAIN ----------------
TF=260.32
- - - - - - - - - - - - - - - - - - - -
SANITARY SEWER LATERAL HYDRANT
FROM HOUSE TO POINT#1
43'- 610 0 3.09
FROM POINT#1 TO MAIN LINE
57- 670 ®2.69 t THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SEC77ONS
SAN. FL AT MAIN LINE= 20-300b-1 THROUGH 2O-300b-20 OF THE REGULA77ONS OF CONNECTICUT
249.2t STATE AGENCIES- "MINIMUM STANDARDS FOR SURVEYS AND MAPS IN 7HE
STATE OF CONNECTICUT" AS ENDORSED BY THE CONNEC77CUT ASSOCIATION
OF LAND SURVEYORS, INC.. IT IS A LIMITED PROPERTY/BOUNDARY SURVEY
BASED ON A DEPENDENT RESURVEY CONFORMING TO HORIZONTAL ACCURACY
CLASS A-2 AND INTENDED TO BE USED FOR AN IMPROVEMENT LOCATION SURVEY.
GRAPHIC SCALE , TO THE BEST OF MY KNOWLEDGE AND BELIEF THIS
40 0 40 60 ''��it!�F CONNFcice. ''0 of CONNECT/��. PREPARED FOR MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON.
� P� M. ALF�TO •�. O��P•'.�M. ALF0 �G�••
'��;� �o,G '� .�'�:�y° ° �' MANNARINO BUILDERS, INC.
( IN FEET ) , ��,��� `'V* L.S. N0. 9344
'� �%�,r' IMPROVEMENT LOCATION SURVEY
Cl lilL ENGINEERS
No. 9344 �• No. 9 44
THE LOCATIONS OF UNDERGROUND UTILITIES ARE 10-11-13 REMOVED TEMPORARY CUL-DE-SAC & REVISED AS-BUILT .�I/CENS��••\���''�° 'q </CENSE�•'p��� WINDSOR, CONNECTICUT
APPROXIMATE AND ALL UTILITIES MAY NOT BE ;o ••.< a• �� �� DZEN TREE FARM
FS3tONAl EN !• �•,j 0 S U RN *
SHOWN. PRIOR TO CONSTRUCTION, CONTRACTOR 11-19-12 ADDED AS-BUILT HOUSE, IMPROVEMENTS, U77LI77ES AND GRADES '�•. ,��� ''•�••�����'''� LOT 33 - WILSON M.ALFORD,JR.,P.E.6 L.S.
SHALL CALL 1-800-922-4455 AND HAVE THE
UTILITIES MARKED ON THE GROUND. DATE REVISION NOT VALID WITHOUT A LIVE SIGNATURE AND EMBOSSED SEAL 163 FRAZER FIR ROAD SOUTH WINDSOR, CONNECTICUT og;qDATE: JUNE 18, 2012
D:M08060PP-09 P:M06024 FOLDER:MANNARINO FILE:MANNARINO-DZEN
' � � i� � f
�..
NOTES -
- - 18 1. AREA OF LOT 33 = 39398 SQ.FT. = 0.904 ACRES.
,_---- """-- - - 2. ZONE OF SUBJECT PARCEL IS "RR OPEN SPACER
-_
----T ,.`�-- - - MUWMUM YARD REQU%REMENIJ:
------ -------- - S600340E ---- ------------------- T=
_ `SAX FRON 40 FEET
90.61' - A� SIDE = 10 FEET
i -Y. REAR 20 FEET
t _-
-� �--------------^ .j� Rom````•
' 20' R. --------------------
J. BOUNDARY INFORMATION TAKEN FROM PLANS EN777LED� -
-_---- _ _ 55 DZEN TREE FARM SUBDIVISION PLAN PREPARED FOR MANNARINO BUILDERS, INC. MASKEL ROAD AND````� ----------_-- BARBER HILL ROAD SOUTH WINDSOR, CONNEC77CUT SCALE" 1 IN.= 40 FT. DATE.• AUGUST 29, 2007
REVISION DATES TO 6-17-08 SHEETS Sl, S2, S3, S4 AND S5 ALFORD ASSOCIATES, INC. CIVIL
ENGINEERS WINDSOR, CONNECTICUT"
' b `+ 269.4'`_- I 4. APPLICANT: MAP PREPARED BY
_ MANNARINO BUILDERS, INC. ALFORD ASSOCIATES, INC
o - % ROBERT MANNARINO 200 PIGEON HILL ROAD
:W 400 CHAPEL ROAD, SUITE 3-F P.O. BOX 484
SOU7H WINDSOR, CONNEC77CUT 06074 WINDSOR, CONNEC77CUT 06095
---- -^ 3 ` TEL. # (860) 289-7055 TEL. # (860) 688-7288
268 N N --270
33 ;� 5. ELEVATIONS ARE BASED ON NGV029.
I+ 264.9 I N n5O 6. NO ZONING WOLA77ONS W777-1 RESPECT TO LOCA77ON OF EXIS77NG FOUNDATION, AS SHOWN.
-__ 7. EXIS77NG HOUSE -
--- GARAGE FLOOR ELEVA77ON = 261.97
F7NISHEO FLOOR ELEVA77ON = 263.95
BASEMENT FLOOR ELEVA77ON = 255.55
8. LEGEND -
'� �310 -�' EXISTING CONTOUR
256.7
YARD DRAIN #19 26?. NOTE- x 310.0 EXIS71NG SPOT GRADE
TF= 255.61 YARD DRAINS AND CONNEC77NG PIPES SERVE
FL, 15" IN= 251.61 ss I PRIVATE LOTS AND WILL NOT BE MAINTAINED W WATER SERVICE
FL, 15" OUT= 251.41 BY THE TOWN
FOOTING DRAIN FL=252.1 FD F0077NG DRAIN LINE
ROOF LEADER FL=252.1 ` 1,
CHECK VALVE ON F0017NG DRAIN` RIGHT TO DRAIN CV A N LINE AT HOUSE
'IN FAVOR OF LOT 50
RIGHT TO DRAIN `��'�. G GAS SERVICE
IN FAVOR OF LOT 33 T,E,TV TELEPHONE, ELECTRIC AND CABLE TV SERVICES
< 12"0 HDP€'STORM PIPE
15"0 HDPE STORM PIPE ; + 256.9 + 258.4 � � YD #18 (PRIVATE) $ 610 SANITARY SEWER LATERAL
� TF= 258.78 GM 0 GAS METER
GV
+ /' GAS GATE
256-'""--256.3---_- %+ 258.6 258.9
EM 0 ELECTRIC METER
I i'^ 260.6 HATCHWAY WV
15.7 �'��.� WATER GATE
00
256.9 , Ili DECK 3.6' + 260.7
' Me❑ MAIL BOX
CV 36.2' 6.5'3.6'
' 1 2'x6.3' CHIMNEY 260.9
14.6' I N ; EXIS77NG HOUSE o 0
(11-15-12) 12' 0 c0
' u) FD FL= 254.3t 261,gp a I a
Gmjl �, SAN. FL=252.0f _ BITUMINOUS CONCRETE DRIVEWAY n
258.36 COVERED N -
I, EM 35.5' ENTRY^ 23 261.79
i
m 60.6 1
EXISTING HOUSE BBIT CONC. CV r{- 260.1I + 2I 1 DRIVEWAY BRICK
PAIR N I^
POINT #1 WALK n
m ao ' ` SAN. SEWER LATERAL N
� cq - FL=250.7
N cV -
+W 40' I# --1- + 260.4 rn 0n
'` n n N60 03'40"W 20' WIDE S7REET 7REE EASEMENT
N N , 108.00' _ _ IN FAVOR OF THE TOWN OF SOUTH WINDSOR
II 10' WIDE C.L.& P. CO. EASEMENT
AND 10' WIDE YANKEE GASEASEMENT
4' WIDE CONCRETE WALKr7
258+7 259.6� 1.97 , Gv 260.62
cnpm Mg c3l , 59=---
8"099
I 258.82
SANITARY SEWER FRAZER FIR ROAD5aI8_0 WATERMAIN ----------------- - -L-----1----1-- TF=260.3
- - - - - - - - - - - - - - - - - - - -
SANITARY SEWER LATERAL HYDRANT 71
FROM HOUSE TO POINT#1
43'- 670 0 3.09
FROM POINT 11 TO MAIN LINE
57- 610 0 2.69'f THIS SURVEY AND MAP HAS BEEN PREPARED 1N ACCORDANCE WITH SEC77ONS
SAN. FL AT MAIN LINE= 20-300b-1 7HROUGH 2O-300b-20 OF 7HE REGULA77ONS OF CONNECTICUT
249.2t STATE AGENCIES- "MINIMUM STANDARDS FOR SURVEYS AND MAPS 1N THE
STATE OF CONNECTICUT" AS ENDORSED BY 7HE CONNEC77CUT ASSOCIA77ON
OF LAND SURVEYORS, INC.. IT 1S A LIMI7ED PROPERTY/BOUNDARY SURVEY
BASED ON A DEPENDENT RESURVEY CONFORMING TO HORIZONTAL ACCURACY
CLASS A-2 AND INTENDED TO BE USED FOR AN IMPROVEMENT LOCATION SURVEY.
GRAPHIC SCALE rpnuii"„�•� CON '��•. TO THE BEST OF MY KNOWLEDGE AND BELIEF THIS
40 0 40 so 4! 0 CONNEOT�.. p44�oF.••••NECT'•. PREPARED FOR MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON.
;'�� � °� G� .•''��� MANNARINO BUILDERS, INC.
`- L.S. N0. 9344
( IN FEET ) c* � ��*� a*'� A'*' IMPROVEMENT LOCATION SURVEY
.a...
THE LOCATIONS OF UNDERGROUND UTILITIES ARE 10-11-13 REMOVED TEMPORARY CUL-DE-SAC & REVISED AS-BUILT No. 93c�4 .y' ' No. 9 4 � C1V1L ENGINEERS
.�:foF.<I EN,,,,, •`� �� ��<" C NS�o,,' �p WINDSOR, CONNECTICUT
APPROXIMATE AND ALL UTILITIES MAY NOT BE . q �� DZEN TREE FARM
��i FSS I ON ENG► ' •��i, 0 S U R N D� •
SHOWN. PRIOR TO CONSTRUCTION, CONTRACTOR 11-19-12 ADDED AS-BUILT HOUSE, IMPROVEMENTS, U77LI77ES AND GRADES '•., rr�► '''••••p��'``° LOT 33 - WILSON M.ALFORD,JR.,P.E.&L.S.
SHALL CALL 1-800-922-4455 AND HAVE THE
UTILITIES MARKED ON THE GROUND. DATE REVISION NOT VALID WITHOUT A LIVE SIGNATURE AND EMBOSSED SEAL 163 FRAZER FIR ROAD SOUTH WINDSOR, CONNECTICUT SCALE: 1 IN. =Ep DATE: JUNE 18, 2012
D:M08060PP-09 P:M06024 FOLDER:MANNARINO FILE:MANNARINO-DZEN
}
Lv;ls
RECEIVED
OCT 16 2013
SOUTH WINDSOR
ENGINEERING DEPT.
CONSTRUCTION ENTRANCE PAD- NOTES -
`-.Z60 _ ----- NOT TO SCALE FRAZER FIR ROAD 1. AREA OF LOT 33 = 37,261 SQ.FT. = 0.855 ACRES.
----'---- 2. ZONE OF SUBJECT PARCEL IS "RR OPEN SPACE".
o MINIMUM YARD REQUIREMENTS.
`--- �
-- S600340E '--------------------
r -- ------ "-_ S' 0 0 0 0 0
'- o �{p FONT = 40 FEET
90.61' - _Ai• o 6405CO o°�� 2 TIDE = 10 FEET
r------- -------- ° 0oc� � S` REAR = 20 FEET
------ ---- o
20' R.Y. `�------------------- � o �° � `v
° o °gyp° °po°� J. BOUNDARY INFORMATION TAKEN FROM PLANS EN777LED -
_ 0 0 o 0 Q 2 DZEN TREE FARM SUBDIVISION PLAN PREPARED FOR MANNARINO BUILDERS, INC. MASKEL ROAD AND
_ --"- - 2 BARBER HILL ROAD SOU7H WINDSOR, CONNEC77CUT SCALE" 1 IN.= 40 FT. DATE: AUGUST 29, 2007
` ----------------- 0 0 0 0 0 REVISION DATES TO 6-17-08 SHEETS Sl, S2, S3, S4 AND S5 ALFORD ASSOCIATES, INC. CIVIL
0 -0-0 ---0. ENGINEERS WJNDSOR, CONNEC77CUT-
ui
o 4. APPLICANT: MAP PREPARED BY-
PLAN 4" MINIMUM CONN. MANNARINO BUILDERS, INC. ALFORD ASSOCIATES, INC.
DOT 2" STONE C/o ROBERT MANNARINO 200 PIGEON HILL ROAD
- '` FILTER FABRIC 400 CHAPEL ROAD, SUI7E 3-F P.O. BOX 484
o SOUTH W7NDSOR, CONNEC77CUT 06074 WINDSOR, CONNEC77CUT 06095
}cN -- WIDTH= 10' MIN. TEL. # (860) 289-7055 TEL. # (860) 688-7288
2S8' N N '270
32 `��� Z `' 33 I "�� I�()°1 SECTION 5. ELEVA77ONS ARE BASED ON NGVD29.
--- _ 50 NOTES:
, TLJr cliacnCr nr A CTA01117M nnA1CT 11nMM1 WklT AAV•r IC Tn OCMl!•r (i. Nn 7nNlN(' 14 1A77nN4 IMTM RF4PFrT Tn InrA 77nAI nr- HnIIcJ7 117 cOcr7rn AC CHnW/AI
"-- 5' THE TRACKING OR FLOWAGE OR SEDIMENT ONTO EXISTING PAVEMENT.
`O -- - Z CONTRACTOR SHALL VERIFY LOCA77ON AND ELEVA77ON OF EXISTING U77LI77ES PRIOR TO ESTABLISHING FINAL
` --------_ 2. BEFORE CONSTRUCTION ION ENTRANCE INSTALLATION, THE AREA OF THE GRADE OF PROPOSED F0077NGS AND FOUNDATION. CONTRACTOR SHALL INSTALL TEMPORARY EROSION CONTROL
262 ` ?f6 - -` ENTRANCE SHOULD BE CLEARED OF ALL VEGETATION, ROOTS AND OTHER MEASURES FOR STOCKPILED MATERIAL AND AT TOPS OF SLOPES DURING FOUNDA77ON EXCAVAT70N. M/RAFI FABRIC
UNDESIRABLE MATERIAL. SILT FENCE AND/OR TEMPORARY VEGETA77ON /F PILES ARE TO REMAIN /N PLACE FOR EXTENDED PERIODS OF TIME.
L-60 -- _ 3. THE ENTRANCE SHOULD BE MAINTAINED IN A CONDITION WHICH WILL
,
PREVENT TRASKING OR FLOWING OF SEDIMENT ONTO EXISTING PAVEMENT. B. DURING CONSTRUCTION. M/RAFI FABRIC CHECK DAMS Al-nNG .SWAI F.S MAY RF RF0 IIRFO RY TOWN .STAFF
ADDITIONAL LS WILL ENGTH ASODIC CONDITIONS TOP RREQUIRE ESSING TM ADDITIONAL STONE OR
9. LEGEND -
YD #19 (PRIVATE) �31 -� EXIS77NG CONTOUR
TF=255.2
PROPOSED F0077NG DRAIN SERVING SEEDING SCHEDULE - X 310.0 EX/STING SPOT GRADE
HOUSE ON LOT 33 TO 77E INTO YARD DRAIN _
FL= 252.2 _ --- 310 PROPOSED CONTOUR
E NOT STORM DRAINAGE IS PRIVATE -- �`_---211 ALL DISTURBED AREAS NOT PAVED OR LANDSCAPED SHALL BE LOAMED WITH
AND WILL NOT BE MAINTAINED BY THE TOWN 62` I � 4" MINIMUM OF TOPSOIL. SEED AS INDICATED BELOW. CONDITION SOIL 3f0.0 PROPOSED SPOT GRADE
- RIGHT TO DRAIN WITH FERTILIZER AND LIMESTONE AS INDICATED BY SOIL TEST.
RIGHT TO DRAIN I IN FAVOR OF LOT 50 GRADE TO DRAIN
254 IN FAVOR OF LOT 33 ` PERMANENT ES: AP
COVER:1 TO JUNE 15 & SEPTEMBER 1 TO OCTOBER DATES:DAT SURFACE WATER IS TO BE DIRECTED AWAY FROM THE HOUSE AND GARAGE
15"0 STORM PIPE `�� o t��y90 OR AT OTHER TIMES, WEATHER PERMITTING W PROPOSED WATER SERVICE
LAWN AREAS: FD PROPOSED 670 FOOTING DRAIN LINE
_ USE THE FOLLOWING MIXTURE OR EQUAL AS APPROVED BY DESIGN ENGINEER:
-- ---- - KI_NTUCKY BLUEGRASS 45% Cv CHECK VALVE IS REQUIRED ON FOOTING DRAIN LINE AT HOUSE
� CREEPING RED FESCUE 45% PROPOSED GAS SERVICE TO CONNECT TO EXIST. IN STREET
PROPOSED SANITARY SEWER LATERAL a o G
FROM THE END OF THE EXIST. SAN. PERENNIAL RYEGRASS 10%
LATERAL TO THE HOUSE __ - BITUMINOUS CONCRETE DRIVEWAY APPLY 1-3 LBS./1000 S.F. T PROPOSED TELEPHONE SERVICE TO CONNECT TO EXIST. IN STREET
" �` - -�1 MAINTAIN A MINIMUM OF 3 FEET BETWEEN PROPOSED ELECTRIC SERVICE TO CONNECT TO EXIST. IN STREET
43'- 670 03.O% 256 260 THE DRIVEWAY AND THE PROPERTY LINE TEMPORARY VEGETATIVE COVER: E
(MIN/MUM SLOPE= 2.0%) HATCHWAY SEEDING DATES: MARCH 1 TO JUNE 15 & AUGUST 1 TO OCTOBER 15 - MIRAFI FABRIC FENCE - TO BE PLACED PRIOR TO ANY CONSTRUCTION AND
261.0 > 10, 262 OR AT OTHER TIMES, WEATHER PERMITTING SHALL REMAIN /N PLACE UN77L DISTURBED AREA /S STABILIZED
261.0 USE THE FOLLOWING SEED OR EQUAL AS APPROVED BY DESIGN
258 I CV ENGINEER -
2'x6' CHIMNEY 12' �p `` ANNUAL RYEGRASS 100% 10. PROPOSED HOUSE -
PROPOSED HOUSE N =� X-)PLY 1 LB./1000 S.F.
`258.1 FD FL= 253.1 PROPOSED GARAGE FLOOR = 262.0
_ SAN. FL=252.0
I Cc'vEF.EJ PROPO.SEC' TOP OF FOr�Nnn nnN = ?63.0
ENTRY 58'0" "' 35A' PROPOSED FINISHED FLOOR := 264.0
of 7. APPROXIMATE BASEMENT FLOOR = 254.3 (WALKOUT)
HOUSE
260 5 N v �I \O o F� pf?OpOSED TOP OF'FOUNDA77ON TO RF d RAIIAU Y OF EIGHT (R) I f UC-C Ann IT THE MAIAI CV7-CD/110 onnnC-
u.n� �n u.wn v, n✓�.
PROPOSED HOUSE
USE GARAGE FLOOR ELEVA77ON TO SET GRADE OF 77-IE HOUSE. ADJUST OTHER FLOOR ELEVA77ONS
259.5 V) S
j 1 - R=55.00' BASED ON THE ARCHITECTURAL PLAN
i r END OF EXIST. O 264.0 L=101.09' 11. PRIOR TO STAR77NG CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE TO MAKE SURE THAT ALL
258.E to
F- SAN. SEWER LATERAL 260.7 Delta=10578'25" REQUIRED PERMITS AND APPROVALS HAVE BEEN OBTAINED. NO CONSTRUCTION OR FABRICA77ON SHALL
I FL=250.7
F _ t2' BEGIN UN77L THE CONTRACTOR HAS RECEIVED AND THOROUGHLY REVIEWED ALL PLANS AND 077-IER
260 N60'03'40"W
20' WIDE STREET TREE EA:.7EMENT DOCUMENTS BY ALL OF THE PERM/77TNG AUTHORITIES
R=60.00' I _ _ 8 47, _ IN FAVOR OF THE TOV� Or- SOUTH WINDSOR
L=16.43'- - - _ _ _ - --
Delta=15412 258'1 2" 10' WIDE C.L.& P. CO. EASEMENT
258 _ _ _ _ / 259.9 _ --� AND 10' WIDE YANKEE GA5 EASEMENT
„C„ TEMPgRARY PAVEMENT I 260.2
`` 4' WIDE CONCRETE WALK
UNDERDRAIN UD-- ,B" - In L-UD-- .A„` UD-
5$ EXIST. ROAD 259.0 PERMANENT DRIVEWAY
8"0 SANITARY SEWER FRAZER FIR ROAD PA\EMENT SAN.MH #25
PROPOSED
8"0 WATER I.1AIN �� I TF=259.56` ?s ROAD -_
-------------- ----------- �- - ------1----�-- -- -- - /I
-�� CB #29
----- --- - ------------- /
- UD- --UD-' UD-- 1F=260.32
r
TEMPORARY
PAVEMENT
TEMPORARY PORTION OF PROPOSED DRIVEWAY
- - - - - - - - - - - - - - - - - - - - - - _ - AT TIME OF EXTENSION OF FRAZER FIR ROAD,
DRIVEWAY FOR LOT 44 SHALL BE RELOCATED
TEMPORARY CUL-DE-SAC HYDRANT TO THE PERMANENT LOCATION
CURRENTLY, FRAZER FIR ROAD ENDS K77H A TEMPORARY CUL-DE-SAC
BOTH SIDES OF THE TEMPORARY CUL-DE-SAC REVERTS TO THE ABUT77NG INSTALL CONSTRUCTION ENTRANCE PAD
PROPERTY OWNERS WHEN THE STREET/S EXTENDED. PAVEMENT REMOVAL, PRIOR TO ANY CONSTRUCTION
GRADING, SEEDING, EXTENSION OF CONCRETE SIDEWALKS AND 07HER WORK (A MINIMUM OF 20 FEET LONG) THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE W/7H SEC77ONS
INCIDENTAL TO REMOVING THE CUL-DE-SAC ARE REQUIRED UPON STREET 20-300b-1 THROUGH 2O-300b-20 OF THE REGULA77ONS OF CONNECT7CUT
EXTENSION. THE DEVELOPER IS RESPONSIBLE FOR ALL WORK, DEEDS, ETC. STATE AGENCIES- "MINIMUM STANDARDS FOR SURVEYS AND MAPS IN THE
LOT AREA TO REVERT TO LOT 33 = 2,137 SQUARE FEET= 0.049 ACRES STATE OF CONNECTICUT" AS ENDORSED BY THE CONNECTICUT ASSO CIA 77ON
OF LAND SURVEYORS, INC.. IT IS A LIMITED PROPERTY/BOUNDARY SURVEY
POINT "A" TO POINT "B": N60'03'40"W 99.53' BASED ON A DEPENDENT RESURVEY CONFORMING TO HORIZONTAL ACCURACY
POINT "B" TO POINT "C": N29'56'20"E 6.38' CLASS A-2 AND INTENDED TO BE USED FOR AN IMPROVEMENT LOCA77ON SURVEY.
GRAPHIC SCALE �����'••��i� TO THE BEST OF MY KNOWLEDGE AND BELIEF THIS
40 0 40 80 400pF CONNF0!Ts�. F CON/yF� PREPARED FOR MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON.
ALF�:.�C'G � OO�Q� '�aM ALP6�o'C+G�r
�� = .•'�:�° MANNARINO BUILDERS INC.
• •' ! `' L.S. N0. 9344
( IN FEET ) IMPROVEMENT LOCATION SURVEY
THE LOCATIONS OF UNDERGROUND UTILITIES ARE e No. 9344 No: 934'4 �e CIVIL ENGINEERS
O:AFa.:�ICENSE�� ��Q�'', '. �'-""�!CENSE�•'o��e��'' DZEN TREE FARM WINDSOR, CONNECTICUT
APPROXIMATE AND ALL UTILITIES MAY NOT BE
SHOWN. PRIOR TO CONSTRUCTION CONTRACTOR ••��O�SSIONAL r�;�''�� •��'%"° a ;;►�''�� 0 MI-SON M.ALFO D,JR.,P.E.a L.S.
' '""•""'' LOT 33 -
SHALL CALL 1-800-922-4455 AND HAVE THE
UTILITIES MARKED ON THE GROUND. DATE REVISION NOT VALID WITHOUT A LIVE SI3NATURE AND EMBOSSED SEAL 163 FRAZER FIR ROAD SOUTH WINDSOR, CONNECTICUT SCALE: 1 IN. = 40 FT. DATE: JUNE 18, 2012
D:M0806OPP-09 P:M06024 FOLDER:MANNARINO FILE:MANNARINO-DZEN
SicMn Mnasor
BUILDING DEPARTMENT
10 THE $UILDIfJG Dc'Pi, TOWN OF SOUTH WINDSGA
Irhis certified that this plan and spacitfaattons are copies trf the proposed building or alterations e u
, Arected a2 true
big
togethir with amendme -- — Street
flied with nts stated in
pli,n and I a aPPiidlation an4
n 20 Building and state law�raogo Con"Ply with all zoning,
issued b such ord,rs as
`V t� of this aypthe Building Department dur(n ail bN
F- tion and final i R Pendency
Permit. q a e of a buildinS
Signed
E„ This plan Is a
pproved sub orders an to the q ordinances rc subject condition that
complied wj
th. gulat g building shall by
Aondltionally APProved
Theca tiled wily
Building Inspector
Data
�_ Not,
201200208 TOWN OF SOUTH WINDSOR, CT
PERMIT NUMBER CERTIFICATE OF OCCUPANCY
DATE: 11/27/12
GIS ID:34430163 FEE: 10.00
MUNIS APPLICATION# 201200848 BUILDING DESCRIPTION:
APPLICANT LOCATION
NAME: MANNARINO BUILDERS INC ADDRESS: 163 FRAZER FIR ROAD
ADDRESS: 400 CHAPEL ROAD OWNER: MANNARINO BUILDERS LLC
UNIT 3F 400 CHAPEL ROAD#3F
SOUTH WINDSOR,CT 06074 SOUTH WINDSOR,CT 06074
DESCRIPTION OF WORK: NEW HOME.
SPECIAL CONDITIONS:
ALL WORK TO BE DONE IN ACCORDANCE WITH THE APPLICATION AND PLANS APPROVED BY THE BUILDING DEPARTMENT.
CONSTRUCTION TYPE:
OCCUPANCY GROUP: BUILDING OFFICIAL
1 I/27/2012 2:39 PM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE
12000396 TOWN OF SOUTH WINDSOR, CT
PERMIT NUMBER BUILDING PERMIT
DATE: 07/12/12
GIS ID:34430163 FEE: 2,925.00
MUNIS APPLICATION# 201200848 BUILDING DESCRIPTION:
APPLICANT LOCATION
NAME: MANNARINO BUILDERS INC ADDRESS: 163 FRAZER FIR ROAD
ADDRESS: 400 CHAPEL ROAD OWNER: MANNARINO BUILDERS LLC
UNIT 3F 400 CHAPEL ROAD#3F
SOUTH WINDSOR,CT 06074 SOUTH WINDSOR,CT 06074
DESCRIPTION OF WORK: NEW HOME.
SPECIAL CONDITIONS:
ALL WORK TO BE DONE IN ACCORDANCE-WITH THE APPLICATION AND PLANS APPROVED BY THE BUILDING DEPARTMENT.
CONSTRUCTION TYPE:
OCCUPANCY GROUP: BUILDING OFFICIAL
7/12/2012 9:32 AM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE
1200344 TOWN OF SOUTH WINDSOR, CT
PERMIT NUMBER HVAC PERMIT
DATE: 09/07/12
GIS ID: 34430163 FEE: 210.00
MUNIS APPLICATION# 201200848 BUILDING DESCRIPTION:
APPLICANT LOCATION
NAME: ADVANCED HEATING&A/C ADDRESS: 163 FRAZER FIR ROAD
ADDRESS: 701 NUTMEG ROAD NORTH OWNER: MANNARINO BUILDERS LLC
SOUTH WINDSOR,CT 06074 400 CHAPEL ROAD#3F
SOUTH WINDSOR,CT 06074
DESCRIPTION OF WORK: NEW HOME:
SPECIAL CONDITIONS:
ALL WORK TO BE DONE IN ACCORDANCE WITH THE APPLICATION AND PLANS-APPROVED BY THE BUILDING DEPARTMENT.
CONSTRUCTION TYPE:
OCCUPANCY GROUP: BUILDING OFFICIAL
9/11/2012 8:52 AM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE
1
1200293 TOWN OF SOUTH WINDSOR, CT
PERMIT NUMBER ELECTRICAL PERMIT
DATE: 08/15/12
GIS ID:34430163 FEE: 120.00
MUNIS APPLICATION# 201200848 BUILDING DESCRIPTION:
APPLICANT LOCATION
NAME: T&H ELECTRIC INC. ADDRESS: 163 FRAZER FIR ROAD
ADDRESS: 570 FOSTER STREET OWNER: MANNARINO BUILDERS LLC
SOUTH WINDSOR,CT 06074 ti 400 CHAPEL ROAD#3F
SOUTH WINDSOR,CT 06074
aJ
DESCRIPTION OF WORK: NEW HOME.,
WIRING NEW SINGLE FAMILY HOME.
SPECIAL CONDITIONS:
ALL WORK TO BE DONE IN ACCORDANCE WITH THE'APPLICATION AND PLANS APPROVED BY THE BUILDING DEPARTMENT.
CONSTRUCTION TYPE:
OCCUPANCY GROUP: BUILDING OFFICIAL
8/15/2012 12:3I PM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE
1200353 TOWN OF SOUTH WINDSOR, CT
PERMIT NUMBER PLUMBING PERMIT
DATE: 09/13/12
GIS ID:34430163 FEE: 120.00
MUNIS APPLICATION# 201200848 BUILDING DESCRIPTION:
APPLICANT LOCATION
NAME: IMPERIAL PLUMBING CO", INC. ADDRESS: 163 FRAZER FIR ROAD
ADDRESS: 648 SULLIVAN AVENUE OWNER: MANNARINO BUILDERS LLC
P.O.BOX 875 400 CHAPEL ROAD#3F
SOUTH WINDSOR,CT 06074 SOUTH WINDSOR,CT 06074
DESCRIPTION OF WORK: NEW HOME.
i
DRAINS,VENTS,WATER AND GAS PIPING,FIXTURE INSTALLATION.
SPECIAL CONDITIONS:
ALL WORK TO BE DONE IN ACCORDANCE WITH,THE APPLICATION AND PLANS APPROVED BY THE BUILDING DEPARTMENT.
CONSTRUCTION TYPE:
OCCUPANCY GROUP: BUILDING OFFICIAL
9/13/2012 1 1:02 AM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE